BACKGROUND
[0001] The present disclosure relates generally uncured composite structures, to cured composite
structures, and/or to methods of curing uncured composite structures.
[0002] Composite structures generally include a fiber and a resin material. Chemical and/or
physical properties of the fiber and/or of the resin material may have a significant
impact on the chemical and/or physical properties of the composite structure that
is formed therefrom. As examples, the structural integrity, longevity, chemical resistivity,
and/or light stability of the composite structure may be dictated by the chemical
and/or physical properties of the fiber and/or of the resin material. With this in
mind, a specific fiber and/or resin may be utilized to form a specific composite structure
with one or more desired physical and/or chemical properties. In some examples, a
composite structure that exhibits one or more desired physical and/or chemical properties
also may exhibit one or more undesired physical and/or chemical properties. As a specific
example, a composite structure that exhibits a desired structural integrity also may
exhibit an undesired chemical resistivity and/or light stability.
[0003] It is known to coat and/or cover a composite structure, such as to protect the composite
structure from environmental factors. In some examples, such coating may be accomplished
by painting the composite structure. In other examples, it may be desirable to form
a hybrid composite structure that includes a surface composite layer and an underlying
composite layer. The surface composite layer may be selected to protect the underlying
composite layer from the environmental factors, while the underlying composite structure
may be selected to provide a desired structural integrity. However, it is difficult
to maintain a desired level of distinction between the surface composite layer and
the underlying composite layer during curing of the hybrid composite structure. Thus,
there exists a need for improved uncured composite structures, cured composite structures,
and/or methods of curing uncured composite structures.
SUMMARY
[0004] Uncured composite structures, cured composite structures, and methods of curing uncured
composite structures are disclosed herein. The uncured composite structures include
a structural layer that includes an uncured structural resin and a surface layer that
includes an uncured surface resin. The uncured structural resin is an uncured structural
resin with a structural resin viscosity, a structural resin gel point temperature,
and a structural resin gel time. The uncured surface resin has a surface resin viscosity
that is greater than the structural resin viscosity, a surface resin gel point temperature
that is less than the structural resin gel point temperature, and a surface resin
gel time that is less than the structural resin gel time.
[0005] The cured composite structures include a cured structural layer that includes a cured
structural resin formed from the uncured structural resin, a cured surface layer that
includes a cured surface resin formed from the uncured surface resin and includes
an exposed surface, and an interface region between the cured surface layer and the
cured structural layer. The exposed surface is free of the cured structural resin
and the interface region includes a mixture of the cured surface resin and the cured
structural resin.
[0006] The methods include initially heating an uncured composite structure to an initial
temperature to generate a partially cured composite structure. The initially heating
is sufficient to gel the uncured surface resin but insufficient to gel the uncured
structural resin. The methods also include subsequently heating the partially cured
composite structure to a final cure temperature, which is greater than the initial
temperature, to generate the cured composite structure. A combination of the initially
heating and the subsequently heating is sufficient to fully cure both the uncured
surface resin and the uncured structural resin.
BRIEF DESCRIPTION OF THE DRAWINGS
[0007]
Fig. 1 is a flowchart illustrating examples of methods of curing an uncured composite
structure.
Fig. 2 is a schematic cross-sectional view illustrating examples of an uncured composite
structure.
Fig. 3 is a schematic cross-sectional view illustrating examples of a cured composite
structure.
Fig. 4 is a plot illustrating viscosity as a function of cure temperature at a constant
ramp rate for two resins that may be utilized with the uncured composite structures,
composite structures, and methods.
DESCRIPTION
[0008] Figs. 1-4 provide illustrative, non-exclusive examples of uncured composite structures
12, cured composite structures 14, and/or methods 100, according to the present disclosure.
Elements that serve a similar, or at least substantially similar, purpose are labeled
with like numbers in each of Figs. 1-4, and these elements may not be discussed in
detail herein with reference to each of Figs. 1-4. Similarly, all elements may not
be labeled in each of Figs. 1-4, but reference numerals associated therewith may be
utilized herein for consistency. Elements, components, and/or features that are discussed
herein with reference to one or more of Figs. 1-4 may be included in and/or utilized
with any of Figs. 1-4 without departing from the scope of the present disclosure.
[0009] In general, elements that are likely to be included in a given (i.e., a particular)
example are illustrated in solid lines, while elements that are optional to a given
example are illustrated in dashed lines. However, elements that are shown in solid
lines are not essential to all examples, and an element shown in solid lines may be
omitted from a particular example without departing from the scope of the present
disclosure.
[0010] Fig. 1 is a flowchart illustrating examples of methods 100 of curing an uncured composite
structure, according to the present disclosure. The uncured composite structure includes
a structural layer, which includes an uncured structural resin, and a surface layer,
which includes an uncured surface resin. An example of the uncured composite structure
is illustrated in Fig. 2. More specifically, Fig. 2 illustrates a composite structure
10 in the form of an uncured composite structure 12. Uncured composite structure 12
includes a structural layer 20, in the form of an uncured structural layer 22, that
includes a structural resin 26, in the form of an uncured structural resin 28. Uncured
composite structure 12 also includes a surface layer 50, in the form of an uncured
surface layer 52, that includes a surface resin 56, in the form of an uncured surface
resin 58.
[0011] Methods 100 may include providing an uncured composite structure at 110 and/or applying
a pressure at 120. Methods 100 include initially heating at 130 and subsequently heating
at 140.
[0012] Providing the uncured composite structure at 110 may include providing any suitable
uncured composite structure, which includes the structural layer and the surface layer,
in any suitable manner. As an example, the providing at 110 may include laying up,
forming, and/or defining the uncured composite structure. In some examples, and as
discussed in more detail herein, the providing at 110 includes providing such that
the structural resin has a structural resin viscosity, a structural resin gel point
temperature, and a structural resin gel time. In some examples, and as also discussed
in more detail herein, the providing at 110 includes providing such that the surface
resin has a surface resin viscosity, a surface resin gel point temperature, and a
surface resin gel time. In some examples, the structural resin viscosity is less than
the surface resin viscosity, the surface resin viscosity is greater than the structural
resin viscosity, the structural resin gel point temperature is greater than the surface
resin gel point temperature, the surface resin gel point temperature is less than
the structural resin gel point temperature, the structural resin gel time is greater
than the surface resin gel time, and/or the surface resin gel time is less than the
structural resin gel time.
[0013] Applying the pressure at 120 may include applying the pressure to the uncured composite
structure during the initially heating at 130 and/or applying the pressure to the
partially cured composite structure during the subsequently heating at 140. In some
examples, the applying the pressure at 120 includes applying an elevated atmospheric
pressure to the uncured composite structure and/or to the partially cured composite
structure. In some examples, the applying at 120 includes utilizing an autoclave,
autoclaving the uncured composite structure during the initially heating at 130, and/or
autoclaving the partially cured composite structure during the subsequently heating
at 140.
[0014] In some examples of methods 100, the initially heating at 130 includes hardening
the surface layer to generate a hardened surface layer. In some such examples, methods
100 further include resisting deformation of the hardened surface layer, which may
be caused by the applying at 120, during the subsequently heating at 140. Stated another
way, the initially heating at 130 may harden the surface layer such that, during the
subsequently heating at 140, the hardened surface layer is more resistant to deformation
when compared to the structural layer and/or to the uncured surface layer. Such a
configuration may permit the hardened surface layer to function as and/or to be a
resin shell for the structural layer during the subsequently heating at 140. Such
a configuration may cause composite structures, which are formed utilizing methods
100, to have an improved surface quality and/or to have fewer defects when compared
to conventional composite structures that do not include the surface layer and the
structural layer disclosed herein.
[0015] Initially heating at 130 may include initially heating the uncured composite structure
to an initial temperature, such as to produce and/or generate the partially cured
composite structure. As discussed, the uncured surface resin has the surface resin
viscosity, the surface resin gel point temperature, and the surface resin gel time.
The initially heating at 130 is sufficient to gel the uncured surface resin, such
as to generate a cured surface resin, but is insufficient to gel the uncured structural
resin. Stated another way, and subsequent to the initially heating at 130, the surface
resin may be cured, gelled, and/or hardened; however, the structural resin may be
uncured, ungelled, and/or unhardened.
[0016] In some examples, the initially heating at 130 includes initially heating for an
initial heating time. In some such examples, the initial heating time includes and/or
is a dwell time during which the uncured composite structure is maintained at the
initial temperature. Stated another way, the initially heating at 130 may include
dwelling at the initial temperature for the initial heating time. In some such examples,
the initial heating time also may be referred to herein as an initial dwell time at
the initial temperature.
[0017] In some examples, the initial heating time includes and/or is a ramp time during
which the uncured composite structure is ramped to the initial temperature. Stated
another way, the initially heating at 130 may include ramping the uncured composite
structure to the initial temperature during the initial heating time. In some such
examples, the initial heating time also may be referred to herein as an initial ramp
time to the initial temperature.
[0018] The initial temperature may have any suitable magnitude and/or value, such as may
be selected based, at least in part, on one or more desired properties of the surface
layer, the surface resin viscosity, the surface resin gel point temperature, and/or
the surface resin gel time. Examples of the initial temperature include initial temperatures
of at least 60 degrees Celsius (ºC), at least 65 ºC, at least 70 ºC, at least 75 ºC,
at least 80 ºC, at least 85 ºC, at least 90 ºC, at least 95 ºC, at least 100 ºC, at
least 105 ºC, at least 110 ºC, at most 150 ºC, at most 145 ºC, at most 140 ºC, at
most 135 ºC, at most 130 ºC, at most 125 ºC, at most 120 ºC, at most 115 ºC, at most
110 ºC, at most 105 ºC, at most 100 ºC, at most 95 ºC, at most 90 ºC, at most 85 ºC,
and/or at most 80 ºC. Stated differently, the initial temperature may be bounded by
any of the above temperatures, as appropriate.
[0019] Similarly, the initial heating time may have any suitable magnitude and/or value,
such as may be selected based, at least in part, on one or more desired properties
of the surface layer, the surface resin viscosity, the surface resin gel point temperature,
and/or the surface resin gel time. Examples of the initial heating time include initial
heating times of at least 2 minutes, at least 4 minutes, at least 6 minutes, at least
8 minutes, at least 10 minutes, at least 12 minutes, at least 14 minutes, at least
16 minutes, at least 18 minutes, at least 20 minutes, at most 120 minutes, at most
110 minutes, at most 100 minutes, at most 90 minutes, at most 80 minutes, at most
70 minutes, at most 60 minutes, at most 50 minutes, at most 40 minutes, at most 38
minutes, at most 36 minutes, at most 34 minutes, at most 32 minutes, at most 30 minutes,
at most 28 minutes, at most 26 minutes, at most 24 minutes, at most 22 minutes, at
most 20 minutes, at most 18 minutes, at most 16 minutes, at most 14 minutes, at most
12 minutes, and/or at most 10 minutes. Stated differently, the initial heating time
may be bounded by any of the above times, as appropriate.
[0020] Subsequently heating at 140 may include subsequently heating the partially cured
composite structure to a final cure temperature, which is greater than the initial
temperature, to produce and/or generate a cured composite structure. The subsequently
heating at 140 may be performed subsequent to, or after, the initially heating at
130. As discussed, the uncured structural resin has a structural resin viscosity,
which is less than the surface resin viscosity, a structural resin gel point temperature,
which is greater than the surface resin gel point temperature, and a structural resin
gel time, which is greater than the surface resin gel time. Subsequent to the subsequently
heating at 140, the uncured surface resin and the uncured structural resin are fully
cured. Stated another way, a combination of the initially heating at 130 and the subsequently
heating at 140 is sufficient to fully cure both the uncured surface resin and the
uncured structural resin, such as to produce and/or generate the cured surface resin
an a cured structural resin, respectively.
[0021] An example of the cured composite structure is illustrated in Fig. 3. More specifically,
Fig. 3 illustrates a composite structure 10 in the form of a cured composite structure
14. Cured composite structure 14 may be formed from uncured composite structure 12
of Fig. 2, such as by performing methods 100. Cured composite structure 14 includes
structural layer 20, in the form of a cured structural layer 24, that includes structural
resin 26, in the form of cured structural resin 30. Cured composite structure 14 also
includes surface layer 50, in the form of a cured surface layer 54, that includes
surface resin 56, in the form of cured surface resin 60.
[0022] In some examples, the subsequently heating at 140 includes subsequently heating for
a subsequent heating time. In some such examples, the subsequent heating time includes
and/or is a dwell time during which the partially cured composite structure is maintained
at the final cure temperature. Stated another way, the subsequently heating at 140
may include dwelling at the final cure temperature for the subsequent heating time.
In some such examples, the subsequent heating time also may be referred to herein
as a subsequent dwell time at the final cure temperature.
[0023] In some examples, the subsequent heating time includes and/or is a ramp time during
which the uncured composite structure is ramped from the initial temperature and/or
to the final cure temperature. Stated another way, the subsequently heating at 140
may include ramping the partially cured composite structure to the final cure temperature
during the subsequent heating time. In some such examples, the subsequent heating
time also may be referred to herein as a subsequent ramp time to the final cure temperature.
[0024] The final cure temperature may have any suitable magnitude and/or value, such as
may be selected based, at least in part, on one or more desired properties of the
structural layer, the structural resin viscosity, the structural resin gel point temperature,
and/or the structural resin gel time. Examples of the final cure temperature include
final cure temperatures of at least 110 ºC, at least 115 ºC, at least 120 ºC, at least
125 ºC, at least 130 ºC, at least 135 ºC, at least 140 ºC, at least 145 ºC, at least
150 ºC, at least 155 ºC, at least 160 ºC, at least 165 ºC, at least 170 ºC, at least
175 ºC, at least 180 ºC, at least 185 ºC, at least 190 ºC, at least 195 ºC, at least
200 ºC, at most 260 ºC, at most 250 ºC, at most 240 ºC, at most 230 ºC, at most 220
ºC, at most 210 ºC, at most 200 ºC, at most 195 ºC, at most 190 ºC, at most 185 ºC,
at most 180 ºC, at most 175 ºC, at most 170 ºC, at most 165 ºC, at most 160 ºC, at
most 155 ºC, at most 150 ºC, at most 145 ºC, at most 140 ºC, at most 135 ºC, and/or
at most 130 ºC. Stated differently, the final cure temperature may be bounded by any
of the above temperatures, as appropriate.
[0025] In some examples, the final cure temperature differs from, or is greater than, the
initial temperature by a threshold temperature difference. As examples, the difference
between the final cure temperature and the initial temperature may be at least 20
ºC, at least 25 ºC, at least 30 ºC, at least 35 ºC, at least 40 ºC, at least 45 ºC,
at least 50 ºC, at least 55 ºC, at least 60 ºC, at least 65 ºC, at least 70 ºC, at
least 75 ºC, at least 80 ºC, at most 120 ºC, at most 110 ºC, at most 100 ºC, at most
90 ºC, at most 80 ºC, at most 70 ºC, at most 60 ºC, and/or at most 50 ºC. Stated differently,
the threshold temperature difference may be bounded by any of the above temperature
differences, as appropriate.
[0026] Similarly, the subsequent heating time may have any suitable magnitude and/or value,
such as may be selected based, at least in part, on one or more desired properties
of the structural layer, the structural resin viscosity, the structural resin gel
point temperature, and/or the structural resin gel time. Examples of the subsequent
heating time include subsequent heating times of at least 15 minutes, at least 20
minutes, at least 25 minutes, at least 30 minutes, at least 35 minutes, at least 40
minutes, at least 45 minutes, at least 50 minutes, at least 55 minutes, at least 60
minutes, at most 150 minutes, at most 140 minutes, at most 130 minutes, at most 120
minutes, at most 115 minutes, at most 110 minutes, at most 105 minutes, at most 100
minutes, at most 95 minutes, at most 90 minutes, at most 85 minutes, at most 80 minutes,
at most 75 minutes, at most 70 minutes, at most 65 minutes, and/or at most 60 minutes.
Stated differently, the subsequent heating time may be bounded by any of the above
heating times, as appropriate.
[0027] In some examples, the subsequent heating time differs from, or is greater than, the
initial heating time by a threshold time difference. Examples of the difference between
the subsequent heating time and the initial heating time include times of at least
5 minutes, at least 10 minutes, at least 15 minutes, at least 20 minutes, at least
25 minutes, at least 30 minutes, at least 35 minutes, at least 40 minutes, at least
45 minutes, at least 50 minutes, at least 60 minutes, at least 70 minutes, at least
80 minutes, at least 90 minutes, at least 100 minutes, at least 110 minutes, at least
120 minutes, at most 150 minutes, at most 140 minutes, at most 130 minutes, at most
120 minutes, at most 110 minutes, at most 100 minutes, at most 90 minutes, at most
80 minutes, at most 70 minutes, at most 60 minutes, at most 50 minutes, and/or at
most 40 minutes. Stated differently, the difference between the subsequent heating
time and the initial heating time may be bounded by any of the above time differences,
as appropriate.
[0028] Structural layer 20 may, may be designed to, and/or may be selected to provide structural
integrity to composite structure 10. Stated another way, a primary function of structural
layer 20, within composite structure 10, may be to provide structural integrity, such
as via providing a desired level of rigidity, stiffness, and/or flexibility to composite
structure 10.
[0029] As illustrated in dashed lines in Figs. 2-3, structural layer 20 may include a plurality
of structural fibers 32, which may be at least partially, or even completely, encapsulated
within structural resin 26, within uncured structural resin 28, and/or within cured
structural resin 30. Examples of the plurality of structural fibers 32 include a plurality
of structural carbon fibers, a plurality of structural fiberglass fibers, and/or a
plurality of structural aramid fibers. In some examples, structural layer 20 and/or
structural fibers 32 include and/or are arranged in a plurality of layered structural
plies of composite material, which may include structural resin 26, uncured structural
resin 28, and/or cured structural resin 30.
[0030] Structural resin 26 may include and/or be any suitable resin that may have, define,
and/or exhibit the structural resin viscosity, the structural resin gel point temperature,
and/or the structural resin gel time. Examples of structural resin 26 include a structural
epoxy resin, a structural thermoset resin, a structural phenolic resin, and/or a structural
polybismaleimide resin.
[0031] Surface layer 50 may, may be designed to, and/or may be selected to provide a desired
surface property and/or characteristic to composite structure 10. In some examples,
surface layer 50 may define an ultraviolet light-resistant layer of cured composite
structure 14. The ultraviolet light-resistant layer may be configured to resist degradation
of cured composite structure 14 when exposed to ultraviolet light and/or to protect
structural layer 20 from ultraviolet light. In other examples, surface layer 50 may
define a sealing layer of cured composite structure 14. The sealing layer may be configured
to seal a remainder of cured composite structure 14, such as structural layer 20,
from contact with an ambient environment that surrounds cured composite structure
14. In yet other examples, surface layer 50 may define an adhesion layer, a primer
layer, and/or an in-mold primer layer of cured composite structure 14. The adhesion
layer, the primer layer, and/or the in-mold primer layer may be configured to facilitate
adhesion of another layer and/or material, such as paint, to cured composite structure
14.
[0032] As illustrated in dashed lines in Figs. 2-3, surface layer 50 may include a plurality
of surface fibers 62, which may be at least partially, or even completely, encapsulated
within surface resin 56, within uncured surface resin 58, and/or within cured surface
resin 60. Examples of the plurality of surface fibers 62 include a plurality of fiberglass
surface fibers, a plurality of polyester surface fibers, and/or a plurality of nylon
surface fibers. The plurality of surface fibers 62 may be arranged, within surface
layer 50, in any suitable manner. As examples, the plurality of surface fibers may
be arranged in a surface weave, a surface mat, and/or a surface scrim mat.
[0033] Surface resin 56 may include and/or be any suitable resin that may have, define,
and/or exhibit the surface resin viscosity, the surface resin gel point temperature,
and/or the surface resin gel time. Additionally or alternatively, surface resin 56
may include and/or be any suitable resin that may restrict ultraviolet light from
being incident upon structural layer 20, such as via reflection and/or absorption
of the ultraviolet light. Additionally or alternatively, surface resin 56 may include
and/or be any suitable resin that may seal structural layer 20. Additionally or alternatively,
surface resin 56 may include and/or be any suitable resin that may improve adhesion,
may function as a primer, and/or may function as an in-mold primer for attachment
of another layer and/or material to cured composite structure 14. Examples of surface
resin 56, of uncured surface resin 58, and/or of cured surface resin 60 include an
ultraviolet light-resistant surface resin, an aliphatic epoxy surface resin, and/or
a fire-retardant surface resin.
[0034] In some examples, and as illustrated in dashed lines in Figs. 2-3, surface layer
50 includes an additive 64. Additive 64, when present, may be adapted, configured,
formulated, synthesized, and/or selected to modify and/or change at least one property
of surface layer 50. Some examples of additive 64 include a flow-control additive.
The flow-control additive may be selected such that the surface resin viscosity has
a desired surface resin viscosity magnitude. Some examples of the flow-control additive
include, or are, titanium dioxide.
[0035] As discussed, the surface resin viscosity is greater than the structural resin viscosity.
Such a configuration may decrease a potential for the uncured surface resin to diffuse
into and/or mix with the uncured structural resin, such as prior to and/or during
the initially heating at 130. Subsequent to the initially heating at 130, and as discussed,
the uncured surface resin has gelled, has crosslinked, and/or has been converted to
the cured surface resin. The gelled uncured surface resin, the crosslinked uncured
surface resin, and/or the cured surface resin then defines a unitary and/or cohesive
surface layer, which resists mixing and/or diffusion with the uncured structural resin.
Such a configuration permits cured composite structures formed via methods 100, according
to the present disclosure, to maintain at least partial separation between the cured
surface resin and the cured structural resin within the cured composite structure,
thereby permitting the cured surface resin to protect the structural layer from environmental
factors, as discussed herein.
[0036] The surface resin viscosity may be greater than the structural resin viscosity by
any suitable magnitude and/or value. As an example, the surface resin viscosity may
be a threshold viscosity multiple of the structural resin viscosity. Stated differently,
the structural resin viscosity may be a threshold viscosity fraction of the surface
resin viscosity, with the threshold viscosity fraction being defined as an inverse
of the threshold viscosity multiple. Examples of the threshold viscosity multiple
include multiples of at least 5, at least 7.5, at least 10, at least 20, at least
40, at least 60, at least 80, at least 100, at least 200, at least 400, at least 600,
at least 800, at least 1,000, at most 10,000, at most 8,000, at most 6,000, at most
4,000, at most 2,000, at most 1,000, at most 800, at most 600, at most 400, at most
200, and/or at most 100. Stated differently, the threshold viscosity multiple may
be bounded by any of the above multiples, as appropriate.
[0037] As also discussed, the surface resin gel point temperature is less than the structural
resin gel point temperature. As such, and as discussed, the initial temperature, which
is attained during the initially heating at 130, is sufficient to gel the uncured
surface resin but insufficient to gel the uncured structural resin. Stated another
way, by specifying that the surface resin gel point temperature is less than the structural
resin gel point temperature, the composite structures and methods, disclosed herein,
may gel the uncured surface resin earlier in the curing process when compared to the
uncured structural resin. This earlier gelling of the uncured surface resin may permit
and/or facilitate the at least partial separation between the cured surface resin
and the cured structural resin within the cured composite structure, thereby permitting
the cured surface resin to protect the structural layer from environmental factors,
as discussed herein.
[0038] The surface resin gel point temperature may differ from the structural resin gel
point temperature by any suitable amount. As an example, the surface resin gel point
temperature may be a threshold gel temperature difference less than the structural
resin gel point temperature. Stated differently, the structural resin gel point temperature
may be the threshold gel temperature difference greater than the surface resin gel
point temperature. Examples of the threshold gel temperature difference include temperature
differences of at least 20 ºC, at least 25 ºC, at least 30 ºC, at least 35 ºC, at
least 40 ºC, at least 45 ºC, at least 50 ºC, at least 55 ºC, at least 60 ºC, at least
65 ºC, at least 70 ºC, at least 75 ºC, at least 80 ºC, at most 120 ºC, at most 110
ºC, at most 100 ºC, at most 90 ºC, at most 80 ºC, at most 70 ºC, at most 60 ºC, and/or
at most 50 ºC. Stated differently, the threshold gel temperature difference may be
bounded by any of the above temperature differences, as appropriate.
[0039] As also discussed, the surface resin gel time may be less than the structural resin
gel time. As such, and as discussed, the uncured surface resin may gel more quickly
relative to the uncured structural resin at a given temperature. Stated differently,
the cure kinetics of the uncured surface resin may be relatively faster when compared
to the cure kinetics of the uncured structural resin. Stated another way, by specifying
that the surface resin gel time is less than the structural resin gel time, the composite
structures and methods, disclosed herein, may gel the uncured surface resin earlier
in the curing process when compared to the uncured structural resin. This earlier
gelling of the uncured surface resin may permit and/or facilitate the at least partial
separation between the cured surface resin and the cured structural resin within the
cured composite structure, thereby permitting the cured surface resin to protect the
structural layer from environmental factors, as discussed herein.
[0040] The surface resin gel time may differ from the structural resin gel time by any suitable
amount. As an example, the surface resin gel time may be a threshold gel time difference
less than the structural resin gel time. Stated differently, the structural resin
gel time may be the threshold gel time difference greater than the surface resin gel
time. Examples of the threshold gel time difference include time differences of at
least 5 minutes, at least 10 minutes, at least 15 minutes, at least 20 minutes, at
least 25 minutes, at least 30 minutes, at least 35 minutes, at least 40 minutes, at
least 45 minutes, at least 50 minutes, at most 120 minutes, at most 110 minutes, at
most 100 minutes, at most 90 minutes, at most 80 minutes, at most 70 minutes, at most
60 minutes, at most 50 minutes, and/or at most 40 minutes. Stated differently, the
threshold gel time difference may be bounded by any of the above time differences,
as appropriate.
[0041] Fig. 4 is a plot illustrating viscosity as a function of cure temperature at a constant
ramp rate for two resins that may be utilized with the uncured composite structures,
composite structures, and methods, according to the present disclosure. Fig. 4 graphically
illustrates the above-described differences between the surface resin, for which cure
kinetics are illustrated in solid lines, and the structural resin, for which cure
kinetics are illustrated in dashed lines. As illustrated in Fig. 4, and as the cure
temperature is ramped at the constant ramp rate, both the surface resin viscosity
and the structural resin viscosity initially will decrease. However, and as also illustrated
in Fig. 4, the surface resin and the structural resin are selected such that the surface
resin viscosity always remains greater than the structural resin viscosity.
[0042] Fig. 4 further illustrates that both the surface resin and the structural resin exhibit
a corresponding viscosity minimum, which corresponds generally to the surface resin
gel point temperature and the structural resin gel point temperature, respectively.
Both the surface resin and the structural resin then exhibit a pronounced increase
in viscosity due to gelling, or crosslinking, of the respective resins. As discussed
herein, this increase in viscosity occurs at a lower temperature for the surface resin
relative to the structural resin.
[0043] As discussed, uncured composite structures 12, cured composite structures 14, and
methods 100, which are disclosed herein, limit mixing, mingling, and/or diffusion
between surface layer 50 and structural layer 20. As also discussed, this limiting
of the mixing, mingling, and/or diffusion permits the disclosed uncured composite
structures 12, cured composite structures 14, and methods 100 to exhibit improved
and/or desired characteristics when compared to conventional composite structures
formed via conventional methods. More specifically, uncured composite structures 12,
cured composite structures 14, and methods 100, according to the present disclosure,
permit surface layer 50 to be more uniform relative to conventional surface layers
and/or permit surface layer 50 to better protect structural layer 20 from environmental
factors when compared to the conventional surface layers.
[0044] Turning to Fig. 3, it is expected that methods 100 and/or cured composite structures
14 formed therefrom may exhibit limited mixing, mingling, and/or diffusion between
surface layer 50 and structural layer 20. This limited mixing, mingling, and/or diffusion
may be desirable in that it may increase adhesion between surface layer 50 and structural
layer 20. However, this mixing, mingling, and/or diffusion between cured surface layer
54 and cured structural layer 24, within cured composite structure 14, may be confined
to an interface region 40 between cured surface layer 54 and cured structural layer
24. Stated another way, and as illustrated in Fig. 3, interface region 40 may include
both cured surface resin 60 and cured structural resin 30 and/or may be a mixture
of cured surface resin 60 and cured structural resin 30. However, interface region
40 may be covered and/or encapsulated by cured surface layer 54, which includes cured
surface resin 60 but may not include cured structural resin 30. Stated another way,
cured surface layer 54 may define an exposed surface 68, and at least exposed surface
68 may be free of and/or spaced-apart from cured structural resin 30. Additionally
or alternatively, cured structural layer 24 may be free of and/or spaced-apart from
cured surface resin 60. This is in contrast to conventional cured composite structures
formed via conventional methods, within which the conventional structural resin generally
extends to the exposed surface of the conventional surface layer, thereby decreasing
the ability of the conventional surface layer to protect the conventional structural
layer from environmental factors.
[0045] In some examples, and as illustrated in Fig. 3, cured surface layer 54 defines a
surface layer thickness 66, or an average surface layer thickness 66. Similarly, and
in some such examples, interface region 40 defines an interface region thickness 42,
or an average interface region thickness 42. In some such examples, a ratio of average
surface layer thickness 66 to average interface region thickness 42 may be at least
0.1, at least 0.25, at least 0.5, at least 0.75, at least 1, at least 1.25, at least
1.5, at least 1.75, at least 2, at most 5, at most 4.5, at most 4, at most 3.5, at
most 3, at most 2.5, at most 2, at most 1.75, at most 1.5, at most 1.25, at most 1,
at most 0.75, and/or at most 0.5. Such a configuration may provide a desired amount,
or distance, of separation between exposed surface 68 and cured structural resin 30
contained within interface region 40. Stated differently, the ratio may be bounded
by any of the above ratios, as appropriate.
[0046] Further illustrative and non-exclusive examples according to the disclosure are described
in the following paragraphs:
In an example according to the present disclosure, a method (100) of curing an uncured
composite structure (12) that includes a structural layer (20), which includes an
uncured structural resin (28) with a structural resin viscosity, a structural resin
gel point temperature, and a structural resin gel time, and a surface layer (50),
which includes an uncured surface resin (58) with a surface resin viscosity that is
greater than the structural resin viscosity, a surface resin gel point temperature
that is less than the structural resin gel point temperature, and a surface resin
gel time that is less than the structural resin gel time, the method (100) comprises:
initially heating (130) the uncured composite structure (12) to an initial temperature
to generate a partially cured composite structure, wherein the initially heating (130)
is sufficient to gel the uncured surface resin (58) but insufficient to gel the uncured
structural resin (28); and subsequently heating (140) the partially cured composite
structure to a final cure temperature, which is greater than the initial temperature,
to generate a cured composite structure (14), wherein a combination of the initially
heating (130) and the subsequently heating (140) is sufficient to fully cure both
the uncured surface resin (58) and the uncured structural resin (28).
[0047] Optionally, in the method (100) of the preceding paragraph, the initial temperature
is at least 90 degrees Celsius (ºC) and at most 140 ºC.
[0048] Optionally, in the method (100) of either of the preceding two paragraphs, the initially
heating (130) includes initially heating for an initial heating time of at least 2
minutes and at most 30 minutes.
[0049] Optionally, in the method (100) of any of the preceding three paragraphs, the final
cure temperature is at least 120 ºC and at most 260-ºC.
[0050] Optionally, in the method (100) of any of the preceding four paragraphs, the subsequently
heating (140) includes heating for a subsequent heating time of at least 15 minutes
and at most 120 minutes.
[0051] Optionally, in the method (100) of any of the preceding five paragraphs, a difference
between the final cure temperature and the initial temperature is at least 20 ºC.
[0052] Optionally, in the method (100) of any of the preceding six paragraphs, the initially
heating (130) includes initially heating for an initial heating time, wherein the
subsequently heating (140) includes heating for a subsequent heating time, and further
wherein a difference between the subsequent heating time and the initial heating time
is at least 10 minutes.
[0053] Optionally, in the method (100) of any of the preceding seven paragraphs, the method
(100) further includes providing (110) the uncured composite structure (12).
[0054] Optionally, in the method (100) of any of the preceding eight paragraphs, the structural
layer (20) further includes at least one of: (i) a plurality of structural fibers
(32) at least partially encapsulated within the uncured structural resin (28); (ii)
a plurality of structural carbon fibers at least partially encapsulated within the
uncured structural resin (28); and (iii) a plurality of layered structural plies of
composite material that includes the uncured structural resin (28).
[0055] Optionally, in the method (100) of any of the preceding nine paragraphs, the uncured
structural resin (28) includes at least one of: (i) a structural epoxy resin; (ii)
a structural thermoset resin; (iii) a structural phenolic resin; and (iv) a structural
polybismaleimide resin.
[0056] Optionally, in the method (100) of any of the preceding ten paragraphs, the surface
layer (50) further includes a plurality of surface fibers (62) at least partially
encapsulated within the uncured surface resin (58).
[0057] Optionally, in the method (100) of any of the preceding eleven paragraphs, the uncured
surface resin (58) includes at least one of: (i) an ultraviolet light-resistant surface
resin; (ii) an aliphatic epoxy surface resin; and (iii) a fire-retardant surface resin.
[0058] Optionally, in the method (100) of any of the preceding twelve paragraphs, the surface
layer (50) is configured to at least one of: (i) define an ultraviolet light-resistant
layer of the cured composite structure (14); (ii) define a sealing layer of the cured
composite structure (14); (iii) define an adhesion layer of the cured composite structure
(14); (iv) define a primer layer of the cured composite structure (14); and (v) define
an in-mold primer layer of the cured composite structure (14).
[0059] Optionally, in the method (100) of any of the preceding thirteen paragraphs, the
surface resin viscosity is a threshold viscosity multiple of the structural resin
viscosity, wherein the threshold viscosity multiple is at least 10.
[0060] Optionally, in the method (100) of any of the preceding fourteen paragraphs: the
surface resin gel point temperature is a threshold gel temperature difference less
than the structural resin gel point temperature, wherein the threshold gel temperature
difference is at least 40 °C; or the surface resin gel point temperature is less than
the structural resin gel point temperature by at least 40 ºC.
[0061] Optionally, in the method (100) of any of the preceding fifteen paragraphs: the surface
resin gel time is a threshold gel time difference less than the structural resin gel
time, wherein the threshold gel time difference is at least 5 minutes; or the surface
resin gel time is less than the structural resin gel time by at least 5 minutes.
[0062] Optionally, in the method (100) of any of the preceding sixteen paragraphs, the method
(100) further includes applying a pressure (120) at least one of: (i) to the uncured
composite structure (12) and during the initially heating (130); and (ii) to the partially
cured composite structure and during the subsequently heating (140).
[0063] Optionally, in the method (100) of any of the preceding seventeen paragraphs, the
initially heating (130) includes hardening the surface layer (50) to generate a hardened
surface layer, and further wherein, during the subsequently heating (140) and also
during the applying the pressure (120), the method (100) further includes resisting
deformation of the hardened surface layer.
[0064] In another example according to the present disclosure, an uncured composite structure
(12), comprises: a structural layer (20) that includes an uncured structural resin
(28), wherein the uncured structural resin (28) has a structural resin viscosity,
a structural resin gel point temperature, and a structural resin gel time; and a surface
layer (50) that includes an uncured surface resin (58), wherein the uncured surface
resin (58) includes a surface resin viscosity that is greater than the structural
resin viscosity, a surface resin gel point temperature that is less than the structural
resin gel point temperature, and a surface resin gel time that is less than the structural
resin gel time.
[0065] In another example according to the present disclosure, a cured composite structure
(14), comprises: a cured structural layer (24) that includes a cured structural resin
(30) formed from an uncured structural resin (28), wherein the uncured structural
resin (28) has a structural resin viscosity, a structural resin gel point temperature,
and a structural resin gel time; a cured surface layer (54) that includes an exposed
surface defined by a cured surface resin (60) formed from an uncured surface resin
(58), wherein the uncured surface resin (58) includes a surface resin viscosity that
is greater than the structural resin viscosity, a surface resin gel point temperature
that is less than the structural resin gel point temperature, and a surface resin
gel time that is less than the structural resin gel time; and an interface region
(40) between the cured surface layer (54) and the cured structural layer (24), wherein:
(i) the exposed surface is free of the cured structural resin (30); and (ii) the interface
region (40) includes a mixture of the cured surface resin (60) and the cured structural
resin (30).
[0066] As used herein, the terms "selective" and "selectively," when modifying an action,
movement, configuration, or other activity of one or more components or characteristics
of an apparatus, mean that the specific action, movement, configuration, or other
activity is a direct or indirect result of user manipulation of an example of, or
one or more components of, the apparatus.
[0067] As used herein, the terms "adapted" and "configured" mean that the element, component,
or other subject matter is designed and/or intended to perform a given function. Thus,
the use of the terms "adapted" and "configured" should not be construed to mean that
a given element, component, or other subject matter is simply "capable of" performing
a given function but that the element, component, and/or other subject matter is specifically
selected, created, implemented, utilized, programmed, and/or designed for the purpose
of performing the function. It is also within the scope of the present disclosure
that elements, components, and/or other recited subject matter that is recited as
being adapted to perform a particular function may additionally or alternatively be
described as being configured to perform that function, and vice versa. Similarly,
subject matter that is recited as being configured to perform a particular function
may additionally or alternatively be described as being operative to perform that
function.
[0068] As used herein, the phrase "at least one," in reference to a list of one or more
entities should be understood to mean at least one entity selected from any one or
more of the entity in the list of entities, but not necessarily including at least
one of each and every entity specifically listed within the list of entities and not
excluding any combinations of entities in the list of entities. This definition also
allows that entities may optionally be present other than the entities specifically
identified within the list of entities to which the phrase "at least one" refers,
whether related or unrelated to those entities specifically identified. Thus, as a
non-limiting example, "at least one of A and B" (or, equivalently, "at least one of
A or B," or, equivalently "at least one of A and/or B") may refer, in examples, to
at least one, optionally including more than one, A, with no B present (and optionally
including entities other than B); in other examples, to at least one, optionally including
more than one, B, with no A present (and optionally including entities other than
A); in yet other examples, to at least one, optionally including more than one, A,
and at least one, optionally including more than one, B (and optionally including
other entities). In other words, the phrases "at least one," "one or more," and "and/or"
are open-ended expressions that are both conjunctive and disjunctive in operation.
For example, each of the expressions "at least one of A, B, and C," "at least one
of A, B, or C," "one or more of A, B, and C," "one or more of A, B, or C" and "A,
B, and/or C" may mean A alone, B alone, C alone, A and B together, A and C together,
B and C together, A, B, and C together, and optionally any of the above in combination
with at least one other entity.
[0069] The various disclosed elements of apparatuses and steps of methods disclosed herein
are not required to all apparatuses and methods according to the present disclosure,
and the present disclosure includes all novel and non-obvious combinations and subcombinations
of the various elements and steps disclosed herein. Moreover, one or more of the various
elements and steps disclosed herein may define independent inventive subject matter
that is separate and apart from the whole of a disclosed apparatus or method. Accordingly,
such inventive subject matter is not required to be associated with the specific apparatuses
and methods that are expressly disclosed herein, and such inventive subject matter
may find utility in apparatuses and/or methods that are not expressly disclosed herein.
[0070] As used herein, the phrase, "for example," the phrase, "as an example," and/or simply
the term "example," when used with reference to one or more components, features,
details, structures, examples, and/or methods according to the present disclosure,
are intended to convey that the described component, feature, detail, structure, and/or
method is an illustrative, non-exclusive example of components, features, details,
structures, examples, and/or methods according to the present disclosure. Thus, the
described component, feature, detail, structure, example, and/or method is not intended
to be limiting, required, or exclusive/exhaustive; and other components, features,
details, structures, examples, and/or methods, including structurally and/or functionally
similar and/or equivalent components, features, details, structures, examples, and/or
methods, are also within the scope of the present disclosure.
[0071] As used herein, "at least substantially," when modifying a degree or relationship,
may include not only the recited "substantial" degree or relationship, but also the
full extent of the recited degree or relationship. A substantial amount of a recited
degree or relationship may include at least 75% of the recited degree or relationship.
For example, an object that is at least substantially formed from a material includes
objects for which at least 75% of the objects are formed from the material and also
includes objects that are completely formed from the material. As another example,
a first length that is at least substantially as long as a second length includes
first lengths that are within 75% of the second length and also includes first lengths
that are as long as the second length.